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Permit #2023120116
Permit Details
Status: COED
| Parcel Id: 07-11-31-7065-00560-0050 |
| CONDITIONED SPACE: 1480 sqft |
| CONDITIONED SPACE: 1480 sqft |
| GARAGE: 500 sqft |
| GARAGE: 500 sqft |
| OPENED PORCH (WITH ROOF) : 60 sqft |
| OPENED PORCH (WITH ROOF) : 60 sqft |
| Total Square Footage: 4080 sqft |
| Block: 00560 |
| Subdivision: - |
| Job Phone: 863-647-5815 |
| Location Address: 39 KARAS TR |
| Type: DU - DUPLEX |
| Issue Date: 12/19/2023 |
| NOC: RECORDED |
| Applicant name: MARK ALLAN HULBERT |
| Owner: HULBERT HOMES INC |
|
Address PO BOX 6254 LAKELAND , FL 33807 |
| Lot: 0050 |
| Contracted Stated Job Value: ¤315,000.00 |
| Job Description: Duplex The Opportunity II |
| Type: CN |
| Original Permit #: 2023110530 |
Contractor
HULBERT HOMES INC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 6254 LAKELAND, FL 33813 |
CRC1331304 (Exp: 08/31/2026) | 863-647-5815 |
Sub Contractors
KYLE RODBOURN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
1325 W HWY 100 BUNNELL, FL 32110 |
CAC1821358 (Exp: 08/31/2026) | 386-586-9039 |
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 08/23/2024 | FINAL APPROVED | AGAETANO |
| Note: 8/20/2024 - PREVIOUS INSPECTION NOTES 8/20/24: Both Units: 1). Exterior sleeve for lineset needs to be sealed at bottom & top as required. (M2301.2.9) 2). Exterior temporary electric covers in soffit need to be replaced with weathertight covers as required. NEC - 406.6 / 406.9(2E) 3). Dryer exhausts need to be capped & labeled as required. FBC-M1502.4.7 -- Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked "future use" 4). Condensate drains cannot terminate from the soffit in front of the garage. M1411.3 Condensate disposal. Condensate from cooling coils and evaporators shall be conveyed from the drain pan outlet to an approved place of disposal. Such piping shall maintain a minimum horizontal slope in the direction of discharge of not less than 1/8 unit vertical in 12 units horizontalm (1-percent slope). Condensate shall not discharge into a street, alley or other areas where it would cause a nuisance. Side A: 5). Service mast pipes need to be sealed where they enter soffit. (FBC-R806.1) 6). Plumbing vent pipe on roof is too short (6" min. above roof on top side - P3103.1.1) & too close to bathroom exhaust gooseneck. (FBCR P3103.5) Side B: 7). Guest bathroom shower head leaks from the threads at the shower arm connection. 8). AHU: 2 different heater stickers show different maximum breaker amperage. Model numbers on both match. | |||
| BLD - BUILDING FINAL | 08/20/2024 | Disapproved -FEE REQUIRED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 8/20/2024 5:25:44 PM *** 8/20/24: Both Units: 1). Exterior sleeve for lineset needs to be sealed at bottom & top as required. (M2301.2.9) 2). Exterior temporary electric covers in soffit need to be replaced with weathertight covers as required. NEC - 406.6 / 406.9(2E) 3). Dryer exhausts need to be capped & labeled as required. FBC-M1502.4.7 -- Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked "future use" 4). Condensate drains cannot terminate from the soffit in front of the garage. M1411.3 Condensate disposal. Condensate from cooling coils and evaporators shall be conveyed from the drain pan outlet to an approved place of disposal. Such piping shall maintain a minimum horizontal slope in the direction of discharge of not less than 1/8 unit vertical in 12 units horizontalm (1-percent slope). Condensate shall not discharge into a street, alley or other areas where it would cause a nuisance. Side A: 5). Service mast pipes need to be sealed where they enter soffit. (FBC-R806.1) 6). Plumbing vent pipe on roof is too short (6" min. above roof on top side - P3103.1.1) & too close to bathroom exhaust gooseneck. (FBCR P3103.5) Side B: 7). Guest bathroom shower head leaks from the threads at the shower arm connection. 8). AHU: 2 different heater stickers show different maximum breaker amperage. Model numbers on both match. | |||
| ROW - FINAL APRON (AFTER POUR) | 08/20/2024 | APPROVED | FSLADISH |
| Note: 8/20/24 PIPE ELEVATIONS ARE GOOD. CUTS MADE. CULVERTS CLEAR. HOT PATCHES COMPLETED AT THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. __________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW - STORMWATER FINAL | 08/20/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 8/20/24 At the time of the inspection all minimum city standards and requirements were met. Niether the Inspector nor the city is responsible if, for whatever reason, site conditions change over time after the Inspection. _________________________________________________________________________________________________________________________ 7/26/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW - FINAL APRON (AFTER POUR) | 07/26/2024 | CANCELLED BY APPLICANT | FSLADISH |
| Note: Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW - STORMWATER FINAL | 07/26/2024 | CANCELLED BY APPLICANT | FSLADISH |
| Note: Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| U-CROSS CONNECTION | 07/26/2024 | APPROVED - AS NOTED | BWRIGHT |
| Note: Has IRR. No CC | |||
| ROW- PROJECT STATUS | 07/25/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/25/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/25/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: UPON WALKING PROPERTY DETERMINED DRAINAGE WILL WORK AS INDICATED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7.25/24 AFTER RESHOOTING CULVERT PIPES FOUND THEY ARE STILL A SMALL BIT OUT OF TOLERANCE. I SPOKE TO MIKE CM FOR HULBERT HOMES AND LET HIM KNOW WHAT MY DECISION IS. THE DOWNSTREAM INVERT IS LOWER SO IN THIS SPECIFIC CASE I AM GOING TO APPROVE THIS SURVEY AS NOTED THAT DUE TO THE UPSTREAM CULVERT BEING HIGHER AND THE DOWNSTREAM CULVERT BEING LOWER WE WILL ALLOW A SLIGHT DEVEATION FROM NORMAL STANDARDS IN THIS PARTICULAR CASE. Inspector Notes from Inspection 9200 7/25/24 BUILER ASKED TO HAVE CULVERT PIPE ELEVATIONS CHECKED. 7/25/24 7/22/2024 - PREVIOUS INSPECTION NOTES 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/22/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 7/22/24 CULVERT PIPES ARE OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATIONS 22.30-22.28 (22.45 SPD HIGH END), 22.27 FLAT (22.40 SPD LOW END). Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ELECTRIC - EARLY POWER | 07/22/2024 | APPROVED - AS NOTED | KSANDOE |
| Note: Release Power 7/15/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2170 2/5/24: FPL emailed to release power at @ 08:42. | |||
| ELECTRIC - EARLY POWER | 07/15/2024 | CANCELLED BY APPLICANT | RMARTIN |
| Note: Inspector Notes from Inspection 2170 2/5/24: FPL emailed to release power at @ 08:42. | |||
| ROW- PRE-APRON (PRE-POUR) | 06/25/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: CONTRACTOR WAS ON SITE FIXING FORMS ON THE MITER ENDS DO TO CULVERT PIPE MOVING PASSING AS NOTED THAT THIS IS BEING DONE AT THE TIME OF THE INSPECTION. IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. 6/24/2024 - PREVIOUS INSPECTION NOTES 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW- PRE-APRON (PRE-POUR) | 06/24/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE RIGHT CULVERT PIPE ON THE LEFT SIDE IS TO FAR FROM EDGE OF PAVEMENT STILL. PLEASE SEE CITY OF PALM COAST RESIDENT SWALE PROFILE DRAWIN #300.D 2) WITH THE RAIN OVER THE WEEKEND THE SOIL IS TOO SOFT NEED TO COMPACT SOIL MORE. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) ----------------------------------------------------------------------- 6/21/2024 - PREVIOUS INSPECTION NOTES THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW- PRE-APRON (PRE-POUR) | 06/21/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: THE RIGHT CULVERT LEFT SIDE OF CULVERT IS TO FAR FROM THE EDGE OF PAVEMENT NEED TO BE NO MORE THAN 8' FROM THE EDGE OF ROAD | |||
| ROW- PRE-APRON (PRE-POUR) | 06/20/2024 | CANCELLED BY APPLICANT | WEB |
| U - SEWER TIE IN | 06/17/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: 6/12/2024 - PREVIOUS INSPECTION NOTES PLUMBING CONTRACTOR NEEDS TO GETWITH UTILITY TO LOWER PEP TANK TO MAKE SEWER TIE IN FOR LEFT SIDE. THIS WAS A VIRTUAL INSPECTION | |||
| U - SEWER TIE IN | 06/12/2024 | Disapproved - NO FEE | MGIBSON |
| Note: PLUMBING CONTRACTOR NEEDS TO GETWITH UTILITY TO LOWER PEP TANK TO MAKE SEWER TIE IN FOR LEFT SIDE | |||
| GRAVITY SEWER TEST | 06/12/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: BOTH SIDES OF DUPLEX GRAVITY SEWER ARE APPROVED AND SEWER TIE IN ON RIDE SIDE OF DUPLEX, HOWEVER RIGHT SIDE NEEDS TO BE CONNECTED. SPOKETO PLUMBING CONTRACTOR ABOUT UTILITY LOWERING LEFT SIDE TO MAKE TIE IN | |||
| PEP TANK INSTALLATION REQUEST | 05/16/2024 | APPROVED | CBOWERMASTER |
| INSULATION | 05/16/2024 | APPROVED | BTAYLOR |
| Note: 5/15/2024 - PREVIOUS INSPECTION NOTES 5/15/24: * Previously listed item 1 is not fully resolved. Plumbing stacks still have incomplete firestop at top plate penetration. ** Previously listed item 2 remains unresolved. Still marked on the stud with FS from previous inspection. 5/14/2024 - PREVIOUS INSPECTION NOTES 5/14/24: Both Units: 1). Incomplete firestop at Dryer exhaust pipes and plumbing stacks in garage 2). Missing firestop at top plate penetration next to dryer exhaust in Unit A. Inspector Notes from Inspection 2420 4/23/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS 4-23-24 1. Windows installed are not windows on product approval sheet. Need revision for windows installed. 2. Doors do not have approval numbers on them. Therefor can not verify if they are the proper doors on approval sheet. 3. Some windows do not open. 4. Windows missing screws. All will need to be checked. 5. Dryer duct is not sealed all the up to roof. 6. Missing nail plates for vents and dryer ducts. 7. A/C layout does not match energy cals. 5-9-24 1. Both units still missing screws in windows. | |||
| INSULATION | 05/15/2024 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 5/15/24: * Previously listed item 1 is not fully resolved. Plumbing stacks still have incomplete firestop at top plate penetration. ** Previously listed item 2 remains unresolved. Still marked on the stud with FS from previous inspection. 5/14/2024 - PREVIOUS INSPECTION NOTES 5/14/24: Both Units: 1). Incomplete firestop at Dryer exhaust pipes and plumbing stacks in garage 2). Missing firestop at top plate penetration next to dryer exhaust in Unit A. Inspector Notes from Inspection 2420 4/23/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS 4-23-24 1. Windows installed are not windows on product approval sheet. Need revision for windows installed. 2. Doors do not have approval numbers on them. Therefor can not verify if they are the proper doors on approval sheet. 3. Some windows do not open. 4. Windows missing screws. All will need to be checked. 5. Dryer duct is not sealed all the up to roof. 6. Missing nail plates for vents and dryer ducts. 7. A/C layout does not match energy cals. 5-9-24 1. Both units still missing screws in windows. | |||
| INSULATION | 05/14/2024 | Disapproved - NO FEE | RSIMS |
| Note: 5/14/24: Both Units: 1). Incomplete firestop at Dryer exhaust pipes and plumbing stacks in garage 2). Missing firestop at top plate penetration next to dryer exhaust in Unit A. Inspector Notes from Inspection 2420 4/23/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS 4-23-24 1. Windows installed are not windows on product approval sheet. Need revision for windows installed. 2. Doors do not have approval numbers on them. Therefor can not verify if they are the proper doors on approval sheet. 3. Some windows do not open. 4. Windows missing screws. All will need to be checked. 5. Dryer duct is not sealed all the up to roof. 6. Missing nail plates for vents and dryer ducts. 7. A/C layout does not match energy cals. 5-9-24 1. Both units still missing screws in windows. | |||
| ALL ROUGH | 05/09/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 4/23/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS 4-23-24 1. Windows installed are not windows on product approval sheet. Need revision for windows installed. 2. Doors do not have approval numbers on them. Therefor can not verify if they are the proper doors on approval sheet. 3. Some windows do not open. 4. Windows missing screws. All will need to be checked. 5. Dryer duct is not sealed all the up to roof. 6. Missing nail plates for vents and dryer ducts. 7. A/C layout does not match energy cals. 5-9-24 1. Both units still missing screws in windows. | |||
| ALL ROUGH | 04/23/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS 4-23-24 1. Windows installed are not windows on product approval sheet. Need revision for windows installed. 2. Doors do not have approval numbers on them. Therefor can not verify if they are the proper doors on approval sheet. 3. Some windows do not open. 4. Windows missing screws. All will need to be checked. 5. Dryer duct is not sealed all the up to roof. 6. Missing nail plates for vents and dryer ducts. 7. A/C layout does not match energy cals. | |||
| LATH/BRICK/ WATER BARRIER | 04/22/2024 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2443 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| FIREWALL DRYWALL NAILING | 04/16/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 4/16/24: Please do not cover screws prior to this inspection. This includes the field screws. New inspection due to canceled inspection 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| FIREWALL DRYWALL NAILING | 04/12/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 4/8/2024 - PREVIOUS INSPECTION NOTES 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| FIREWALL DRYWALL NAILING | 04/08/2024 | CANCELLED BY APPLICANT | RSIMS |
| Note: 4/8/24: Cancelled by Applicant via text at @ 09:53. Inspector Notes from Inspection 2467 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| ROOF VALLEY & METAL | 03/28/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 3/28/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/22/2024 - PREVIOUS INSPECTION NOTES No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| ROOF VALLEY & METAL | 03/22/2024 | Disapproved -FEE REQUIRED | KSANDOE |
| Note: No valley metal, drip edge or underlayment installed. WALK YOUR JOB PRIOR TO SCHEDULING INSPECTIONS | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/14/2024 | APPROVED | BTAYLOR |
| Note: 3/11/2024 - PREVIOUS INSPECTION NOTES 3-11-24 1. Bearing wall is not strapped per detail. 2. Trusses to bearing wall have wrong straps. Either need revision for straps used or put correct straps on. | |||
| WALL SHEATHING | 03/11/2024 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/11/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 3-11-24 1. Bearing wall is not strapped per detail. 2. Trusses to bearing wall have wrong straps. Either need revision for straps used or put correct straps on. | |||
| MONOLITHIC SLAB | 03/08/2024 | APPROVED | BTAYLOR |
| Note: 3/5/2024 - PREVIOUS INSPECTION NOTES 3/5/24: The revision that was submitted on 3/4/24 has only been Accepted not Approved yet and it appears to be missing the revised prints. Also, the slab was poured previously and the house has the cinderblock walls & framing/trusses/roof deck are complete already. 2/2/2024 - PREVIOUS INSPECTION NOTES 2/2/24: * Need revision for Engineer's letter allowing for Fiberglass reinforced concrete in lieu of wire mesh as shown on plans. Along with continuous slab thickness. Slab thickness is only shown at the load bearing footers. | |||
| MONOLITHIC SLAB | 03/05/2024 | Disapproved - NO FEE | RSIMS |
| Note: 3/5/24: The revision that was submitted on 3/4/24 has only been Accepted not Approved yet and it appears to be missing the revised prints. Also, the slab was poured previously and the house has the cinderblock walls & framing/trusses/roof deck are complete already. 2/2/2024 - PREVIOUS INSPECTION NOTES 2/2/24: * Need revision for Engineer's letter allowing for Fiberglass reinforced concrete in lieu of wire mesh as shown on plans. Along with continuous slab thickness. Slab thickness is only shown at the load bearing footers. | |||
| FOUND SURVEY APPROVED (OFFICE) | 02/22/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 02/09/2024 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2250 Spoke with RMartin and DBO reguarding revisions noted below. Inspection resulted as noted 2/2/24: * Need revision for Engineer's letter allowing for Fiberglass reinforced concrete in lieu of wire mesh as shown on plans. Along with continuous slab thickness. Slab thickness is only shown at the load bearing footers. | |||
| ELECTRIC TEMP POLE | 02/05/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 2/5/24: FPL emailed to release power at @ 08:42. | |||
| MONOLITHIC SLAB | 02/02/2024 | APPROVED - AS NOTED | RSIMS |
| Note: Spoke with RMartin and DBO reguarding revisions noted below. Inspection resulted as noted 2/2/24: * Need revision for Engineer's letter allowing for Fiberglass reinforced concrete in lieu of wire mesh as shown on plans. Along with continuous slab thickness. Slab thickness is only shown at the load bearing footers. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 01/31/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 01/11/2024 | APPROVED | BVITALE |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/06/2024 | 05/08/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/30/2024 | 05/03/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM This is a master permit. Provide only duct layout and heatload as separate files | |||
| BLD | COMPLETE | 04/04/2024 | 04/08/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/05/2024 | 03/07/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 02/22/2024 | 02/22/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/22/2024 | 02/22/2024 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/14/2023 | 12/14/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/14/2023 | 12/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 12/14/2023 | 12/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/14/2023 | 12/14/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 12/14/2023 | 01/31/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 12/04/2023 | 12/07/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 12/04/2023 | 12/05/2023 |
| LOCATE | COMPLETE | 12/04/2023 | 12/05/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 12/04/2023 | 12/05/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition | |||
| SW1 | COMPLETE | 12/04/2023 | 12/13/2023 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 12/04/2023 | 12/05/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan : missing width of the walkway. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 08/23/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/23/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/23/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/23/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 08/23/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 08/23/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/23/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/23/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 12/19/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 12/19/2023 |
| SEWER CREDIT | (¤1,700.00) | 12/19/2023 |
| SEWER INSPECTION | ¤25.00 | 12/19/2023 |
| SEWER CAPITAL FACILITY | ¤10,882.06 | 12/19/2023 |
| WATER CAPITAL FACILITY FEE | ¤7,989.02 | 12/19/2023 |
| SITE PLAN 30 | ¤30.00 | 12/19/2023 |
| FC IMPACT FEE EMS | ¤124.00 | 12/19/2023 |
| IMPACT FEE FIRE | ¤856.18 | 12/19/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤436.00 | 12/19/2023 |
| FC IMPACT FEE LIBRARY | ¤536.00 | 12/19/2023 |
| IMPACT FEE PARKS | ¤3,600.18 | 12/19/2023 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 12/19/2023 |
| IMPACT FEE TRANSPORTATION | ¤2,812.00 | 12/19/2023 |
| WATER -IRRIGATION INSPECTION | ¤50.00 | 12/19/2023 |
| SURCHARGE FS 533.721 | ¤5.11 | 12/19/2023 |
| SURCHARGE - FS 468.631 | ¤7.67 | 12/19/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 12/19/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 12/19/2023 |
| SW ENG PRE APRON | ¤30.00 | 12/19/2023 |
| CONNECTION FEES | ¤2,374.52 | 12/19/2023 |
| WATER- TURN ON | ¤50.00 | 12/19/2023 |
| ADJUSTMENT 50% | (¤511.13) | 12/19/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 12/19/2023 |
| INSPECTION - RESIDENTIAL | ¤866.25 | 12/19/2023 |
| PLAN REVIEW - APPROVED MASTER | ¤126.00 | 12/19/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤40,091.36 |